• Digvijay Singh Chouhan
• Shantilal Patel
• Netram Meena

Earthquake is very dangerous and calamitous phenomenon occurring due to the movement of the tectonic plates of earth. Efficiency of R.C.C. buildings against the action of seismic loads has been always a major problem. Due to lack of interpretation and knowledge of parameters effecting performance of building structures under seismic loading, design of the building under earthquake is hampered. Dynamic analysis although is a tedious and time taking effort but closeness to practicality becomes important for a structure to perform and evaluate it at its prime. In this paper effect of various shapes of high rise building of the seismic loading condition has been studied using E-Tabs software. This type of analysis was required to validate the performance of each structure under seismic loads. Seismic analysis was performed as an explicit dynamic analysis. Loads to the building frame were provided in the form of time- acceleration history plot for different earthquake zones. In this paper seismic loads of different zones were represented in tabular form with its time acceleration graph.

Earthquake resistant, Multi-storey structure, time acceleration, seismic zone

"A COMPARATIVE BEHAVIOURAL STUDY OF FRAMED STRUCTURE UNDER VARIOUS SEISMIC ZONES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.71-76, MAY-2019, Available :http://www.jetir.org/papers/JETIRCL06011.pdf

"A COMPARATIVE BEHAVIOURAL STUDY OF FRAMED STRUCTURE UNDER VARIOUS SEISMIC ZONES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp71-76, MAY-2019, Available at : http://www.jetir.org/papers/JETIRCL06011.pdf